1 |
Choi, B. I. (2015), Dynamic analysis of 3 different cross-sectional shapes of a fill dam using 3D FEM analysis, Journal of the Korean Geo-Environmental Society, Vol. 16, No. 8, pp. 37-43.
DOI
|
2 |
Chung, C. H. (1991), An analysis on the distribution and the engineering characteristics of silty marine clay in Korea, Ph. D thesis, Dongguk University, pp. 89-108.
|
3 |
Hwang, S., Im, J., Kwon, J., Kang, Y. and Joo, I. (2010), A study on a compression index for settlement analysis of SCP treated ground using back analysis, Journal of the Korean Geoenvironmental Society, Vol. 11, No. 7, pp. 5-14.
|
4 |
Kim, D., Cho, H., Park, J. and Lim, Y. (2015), Stiffness modulus comparison in trackbed foundation soil, International Journal of Railway, Vol. 8, No. 2, pp. 50-54.
DOI
|
5 |
Kim, G., Ahn, K., Min, K. and Jung, C. (2013), Behavior characteristics of underreamed ground anchor through field test and numerical analysis, Journal of the Korean Geoenvironmental Society, Vol. 14, No. 8, pp. 37-44.
|
6 |
Korea Construction Equipment Association press release, (2018), Construction machinery registration status.
|
7 |
National Competency Standards, (2019), Pile driver.Pile drawer guidelines for use.
|
8 |
"Pile Driver", https://www.csi.go.kr/index.do (2020.5)
|
9 |
The Korea Occupational Safety and Health Agency (KOSHA), (2017), Case and Countermeasure of Construction Critical Accidents, pp. 113-114.
|
10 |
The Korea Occupational Safety and Health Agency (KOSHA), (2014), Pile driver.Pile drawer guidelines for use, KOSHA-C-101-2014.
|
11 |
The Korea Occupational Safety and Health Agency (KOSHA), (2012), Guidelines for working on ready-made concrete files Pile driver Health and Safety, KOSHA-GUIDE-C-71-2012.
|